Attachment 7 - Civil Drawings_LR

13




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                                                                                                                      7.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6.25
                                                   kl 7.44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DISTURBANCE OF THE SITE.
                                                                                                                                                          12




                                                                                                                                                                                                                                                                                                                                                                                                                    7.24               06
                                                                                    RL7.50
                                                                                                                                                                                                                                                                                                                                                                                                                                      .
                                                                                                                                                                                                                                                                                                                                                   7.34                                                                            12
                                                                                                                                                                                                                           C1




                                                                                                                                                                                                                                                                    RL7.2
                                                                                                                                                                                                                                                                  RL7.2 7.38                                                                                                                                                  ge
                                                                        T




                                                                                                                                                                                                                                         7.40                                                                                                                                                                                                                                                                  6.80
                                                                                                                                                                                RL7.30                                                                                                                                                                                                                                     rid
                                                                                                                                                                                                                                                                                                                             7.1



                                                                                                                                         7.51
                                                                                                                                                                          RL7.30
                 D




                     cl 7.63                                                                                                                                                                                              B                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
                                                                                                                                                                                                  RL7.3
                                                                                                                                                                                                        RL7.3                               7.36                                                                                                                              B
                                                                                                                                                                                                                                                                                                                                                                              B                                                                                                                                                                                                                                                                                                                                                  FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
                                                                                                                                                                                                                                                                  7.2




                                                                                                                                                                                                                                                                                                                                                            C1

                                                                                                                                                                                                                                                                                                                                                                                                                       FL 7.41

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DETAILS.
                                                                                                    Transformer enclosure




                                                   kl 7.42




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                'RW1'
                                                                         W




                                                                                                                                                                                                               3
                                                                                                                                                                                                  7.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D
                                                                                                                                                  7.60                                                      .2
                                                                                                                                                                                                          12
                                                                                                                                                                    9




                                                                              7.46
                                                                                                                                                                  .5




                                                                                                                                                                                                     ge
                                                                                                                                                                                                                                                                                                            Survey control station
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING Ø900
                                                                                                                                                               10




                                                                                                                                                                                                  rid
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-2007
                                                                                                                                                             TG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                  O/s 9.17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        STORMWATER PIPE
                                                                                                                                                                                                                                         B
                                                                                                                                                                                                                                                                                                            BUS PARKING                                                                                                                                                                                                                                                                                                                                                                                                          "GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL
                                                                                                                                             7.4




                                                                                                                                                                          FL 8.25                                                                                                        25
                                                                                                                                                                                                                                         B                                             7.
                                                                        T




                                                                                                                                                                                                                          C1




                                                                                                                                                                                                                                                7.30
                                                                                                                                                                                                                                                                                                                                                                                       B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DEVELOPMENTS" - LEVEL ONE (1) SUPERVISION AND TESTING.
                                                                                                                                                                                                                                                                                                                                  Lot 257 MCH B4891
                                                                                                                                                                                                                                                                                                                                                                              C1




                                                                                                                                                                                                                              E   7.30

                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING Ø150 SEWER                                                                                                                                                                                                                                                                       4. GENERAL EARTHWORKS MINIMUM RELATIVE COMPACTION:
                                                                                                                                                                                                                                                                                                                                                                                                                                    MAIN (VC)                                                                                                                                                       EXISTING STORMWATER                                                                                                         -  98% STANDARD AS1289 5.1.1 (STD COMPACTION)
                                                                         W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D
                     cl 7.56
                                                   kl 7.35
                                                                                                                                                                         E                                                                                                                                                                                                                                   FL 7.41                                                                                                                                                                                PIT TO BE RAISED AS                                                                                                         -  PAVEMENT SUBGRADE 98% STANDARD AS1289 5.1.1 (STD COMPACTION)
                                                                                                                                                                                                                                                    B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    REQUIRED
                 D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                  7.57

                                                                                                                                                                                                                                                    B                                                                                                                                                                                                                                                          6.74
                                                                                                                                                                                                                                      C1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY DENSITY RATIO
                                                                                                                                                                                                                                                                                                                                   7.25
                                                                              7.48
                                                                                                                                                                                                                           O/s 3.23




                                                                                                                                                                                    7.34

                                                                                                                                                                                                                                                                                                                                                                                                     B
                                                                        T




                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                     B                                                                                                   RL6.70                                                                                                                                                                                                                  (M.D.D.R.) OF 100% STD.
                                                                                                                                                                                                                                                                                                                                                                                      C1




                                                                                                                                                                                                                                                                                                                                                                                                                                                               6.86
                                                                                                                      7.53




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
                                                                                                                                                                                                                                                                                                                                                                                              6.93
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING BUILDING
                                                                                                                                                                                                                                                                                                                      6.97
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SPECIFICATION & NOOSA SHIRE COUNCIL REQUIREMENTS.
                                                                         W




                                                                                                                                                                                                                                                                    B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D
                                  RL7.29 RL7.51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6.8
                                                                                                                                                                                                                                                                    B
                D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                   C1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                'RW1'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EARTHWORKS VOLUMES
                                                                                                                                            7.54
                                                                                           RL7.54                                                                                                                                                                                                                                                                                                               B
                                                                   E




                                                                                                                                                                                                                                                                                                                                                                                                                B                                                                                                                                                                                        SLEEPER RETAINING
                                                                                                                                                                                                                                                                                                                                                                                                     C1
                                                                        T




                     cl 7.49                       kl 7.28                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WALL 'RW1' REFER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DETAILS                                                                                                             EARTHWORKS STRIP                                                     = 600m³
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6.9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6.7


                                                                                                                                                                                                                                                                                                                                                                                                                                                                    6.74


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EARTHWORKS FILL (SOLID)                                              = 564m³
                                                                               7.41
PRODUCTION




                                                                                                                                                                                      7.21




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING DRIVEWAY
                                                                                                                                                                                                                                                                  7.06
              7.50




                                                                                                                                                                                                                                                                                B
                                                                         W




                                                                                                                                                                                                                                                                                                                                                                                                                                                    7.0




                                  RL7.25 RL7.47
                                                                                            RL7.5                                                                                                                                                                               B
                                                                                                                                                                                                                                                                                                         BUS PARKING                                                                                                                                                                                                                                                                                                                                                                                                         EARTHWORKS CUT                                                       = 423m³
                                                                                                                                                                                                                                                                   C1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D



                                                                                                                                                                                                                                                                                                                                                                                                                                   B                                                              RL6.75 RL6.60
                D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BALANCE (IMPORTED)                                                   = 141m³
                                                                                                                                                                                                                                                                                                                          6.94
                                                                                                                                                                                                                                                                                                                                                                               7.1




                                                                                                                                                                                                                                                                                                                                                                                                                                   B
                                                                                                                                                                                                                                                                                                                                                                                                                C1
                                                                   E




                                                                                                                                                                                                                              Lot 274 MCH 4891
                                                                                                                                                                                                                                                                                                                                                                                                     6.78
                                                                        T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NOTE: ALL QUANTITIES SOLID COMPACTED IN GROUND
                                                                                                                                                                                                                                                                                                                     7.2




                                                                                                                                                                                                                           FL 0.00


                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RL7.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                'RW1'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           VOLUME CALCULATIONS BASED ON 200mm STRIPPING ACROSS SITE PRIOR TO CONSTRUCTION (TO
                                                                                                                                                                                                                                                            7.3




                                                    kl 7.22                                                                                                                                                                                                                                   B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BE CONFIRMED) WITH AN AVERAGE 200mm DEPTH FROM DESIGN LEVEL TO EARTHWORKS LEVEL
                   cl 7.47
                                                                                                                                                                                                                                                                                              B                                                                                                                                                                        6.63 6.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RL6.70
                                                                                                                                     Emergency bus park




                                                                                                                                                                                                                                                                                C1
                                                                         W




                                                    il PIT
                                                       5.957.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                    B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RL6.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TOP OF WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TOP OF WALL                                        EXISTING DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D




                                                                                                                                                                                                                                                                                                                          PROPOSED STABILISED
                                                                                                                                                                                              7.4




                                                   kl 7.21
                                                                                                                                                                                           7.11
                                                                                                                                                                                                                                                                                                                                                                                                                                                    B                                                                                                            RL6.85
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RL6.85
                                                                                                                                                                                                                                                                                                                                                                                                                                   C1
               D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S




                                                                                                                                                                                                                                                                                                                          LANDSCAPE BATTER                                                                                                                                                                                                                                                                           PROPOSED CONCRETE
                                                                   E




                                                                                                                                                                                                                                                                                                                          1 IN 3 MAX                                                                                                                                                                           RL6.55
                                                                        T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RL6.55
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SLEEPER RETAINING
                                                                             7.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 'RW2'
                                  D




                                                                                                                                                                                                                                                                                                                                                                                                         6.65


                                                                                                                                                                                                                                                                                                                      B6.75                                                                                                                                                                                                                                                                                          WALL 'RW2' REFER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DETAILS
                                                   kl 7.19
                                                                                                                                                                                                                                                                                                                      B
                                                                                                                                                                                                                                                                                                         C1




                                                                                                                                                                                                                                                                                       RL7.3                                                                                                                                                                                                                 BIOBIO
                                                                    30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ExRL5.80
                                                                  7.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING BUILDING                                                                                                                                    0        4          8          12           16   20
                                                                         W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ExRL5.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BASIN
                                                              M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BASIN
                                                        TB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RL6.05

                                                                                                                                  RL7.5                                                                                                                                                                                                                                                                  RL6.80                                                                                              RL6.05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S




                     cl 7.42                                                                                                                                                                                                                               6.78           6.78
                                                                                                                                                                               7.08                                                                                                                                                                                                                          RL6.80
                                                                                                                                                                                      'RW1'                                                                                            RL7.30
                                                                   E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING STORMWATER                                                                                                                                                         SCALE 1:200 (A1), 1:400 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6.42
                                                                                                                                                                                                                                                                                                                                            6.65
                                                                                                                                                                                                                                                                                                                                                                                                 6.54                                                                       6.37
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.00




                                                    kl 7.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PIT TO REMAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                6.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                    ExRL6.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    6.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TOP OF WALL
                                                                                            ExRL7.25                                                                                                                                                              ExRL6.75                                                                                                                                                                         ExRL6.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOP OF WALL 'RW2'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ExRL6.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ExRL6.25
                                                                                                                                                                                                                                                       6.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RL6.85                                            6.2
                                                                               7.22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RL6.85
                                  7.25




         NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                                        PURPOSES.
                                                                                                                                PBL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROJECT:                                                                                                         DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Brah 101 pty ltd t/a Alta Projects
                                                                                                                                                                                                                                                                                                                                 Drawn: PBL                                                                                                                                                                                                                                                                                                                                                                                                                EARTHWORKS LAYOUT
                                                                                                                                                                                                                                      PRELIMINARY                                                                                 Date: MAY 2024
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        A.B.N. 91 611 354 511
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        26 Memorial Avenue, Cotton Tree                                                   PROPOSED KINETIC BUS DEPOT DEVELOPMENT
                                                                                                                                                                                                                                                    NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                     Revision    Sheet
                                                                                                                                                                                                                                                                                                                           Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Tel (07) 5475 4125 Fax (07) 5479 1607                                             at 5 PRODUCTION STREET, NOOSAVILLE                                                                               DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            A6880/24/EW01                                 1 of 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Email: [email protected]
                                                                                                                                                                                                                                      .......................
                                                                                                                                                                                                                                          DIRECTOR APPROVAL                                                                         Datum AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Web: http://www.alta.net.au                                                       for INTEGRAL CONSTRUCTION
             REV               DATE                                                DESCRIPTION                                                                                             BY                    CHKD                     RPEQ - 4784                                                                                   A1 SHEET SIZE                                    FILENAME : A6880-24-EW01 - EARTHWORKS LAYOUT.dwg - DATE : 3/6/24 - 3:41pm - XREF's: X-BASE; X-SURVEY; X-ARCH; X_SURV; X_ARCH - GROUND 0                                                                                                                                                                           Council Ref: .......................